7567平米五层局部四层职业学院教学楼（计算书、建筑、结构图）
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7567平米五层局部四层职业学院教学楼（计算书、建筑、结构图）,7567,平米,局部,职业学院,教学楼,计算,建筑,结构图
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每天更新，每天享受注册筑龙结构超爽会员 超爽0币、超爽1币资料海量资料即刻下载超爽0币下载 100套超级好图，鸟巢、国家大剧院图纸免费下！超爽1币下载 图纸、详图、毕业设计、软件应用、经验、表格、讲义、抗震超爽2折下载 全部成套图纸、节点详图、毕业设计、讲义讲稿、软件应用、计算示例.详情咨询：QQ：29436561沈阳建筑大学毕业设计（论文）第六章 荷载组合及最不利内力确定6.1 基本组合公式6.1.1框架梁内力组合公式(1)梁端负弯矩组合： (2)梁端正弯矩组合公式： (3)梁跨中正弯矩组合公式： (4)梁端剪力组合公式： 11) 12) 13) 14) 6.1.2框架柱内力组合公式 (1)框架柱组合公式： (2)框架柱组合公式： (3)框架柱组合公式： 6.2 梁的内力组合6.2.1梁端弯矩的调幅说明：考虑抗震需要，梁端应该先于柱端出现塑性绞，故对于竖向荷载下的梁端负弯矩进行调幅，调幅系数为0.8，并相应地增大跨中弯矩。(1) CE跨梁弯矩调幅表6-1 AB跨梁弯矩调幅层数54321左端 MGK-35.31 -62.58-45.67 -44.8 -41 MQK-3.76-13.58 -27.18 -28.55 -26.27 M-37.19-69.52 -54.58 -59.08-54.105 MGE-29.75 -55.616 -47.66 -47.26 -43.28跨中 MGK54.19103.22 39.04 39.8741.77MQK3.705 12.35 48.4 25.5526.54 M58.3534.73 87.94 65.9268.81MGE112.57 45.81 45.98 46.89 50.07 右端 MGK112.57 126.3986.3385.54585.55 MQK8.0327.619.665 54.625 54.98M116.59 140.19591.16 112.86113.03 MGE93.27112.156 72.63 90.28690.426（2）EF跨梁弯矩调幅表6-2 BD跨梁弯矩调幅层数54321左端 MGK-110.63-109.96-84.76-85.545-85.55MQK-8.55-39.12-10.085-54.625-54.975M-119.68-149.58-95.345-140.67-141.02MGE-95.544-119.664-76.276-112.536-112.816跨中 MGK54.0326.5540.0939.8741.28MQK3.70518.2448.0725.4326.54M55.8826.6764.12552.58554.55MGE74.3159.179.5872.5774.16右端 MGK37.587545.1444.841.97MQK54.1519.49726.0428.7726.21M64.6684.7559.1659.18655.075MGE51.72467.847.32847.34844.06（3）FH跨梁弯矩调幅 注： M=MGK+0.5MQK （6-1） 支座截面：MGE=0.8M （6-2） 跨中截面：MGE=M+(M左+M右) -0.8（M左+M右） （6-3）6.2.2控制截面内力计算 (1)控制截面： 梁：梁端支座边缘截面、跨中截面 柱：上下柱端支座边缘截面(2)梁柱边缘控制截面处M、V 的计算（重力荷载和地震荷载作用下）控制截面剪力： （6-4） （6-5） 控制截面弯矩： M=M - V b/2 （6-6）(此处M为支座轴线处的弯矩，M为控制截面的弯矩)表6-4 水平地震作用下AB跨梁控制截面内力层数54321V13.28 30.744.26 56.863.48b0.50 0.50 0.50 0.50 0.50 左端M56.86125.1179.04 229.04 259.56 M53.54 117.425 167.975214.84243.09 右端M34.7586.7 126.345162.88178.485M21.4379.025 115.28148.68 162.615 跨中M11.05519.226.34833.0840.54表6-6 风荷载作用下AB跨梁控制截面内力层数54321V2.5 7.18 10.117.723 b0.50 0.50 0.50 0.50 0.50 左端M10.7329.4449.6 71.5 94.11M10.10527.64547.075 67.075 88.36右端M6.56 20.12 34.63 50.82 64.75M5.935 14.05 32.10546.295 59跨中M2.0834.667.485 10.3414.68表6-9 竖向荷载下AB跨梁右端控制截面处的内力层数54321b0.50 0.50 0.50 0.50 0.50 MGK90.06 101.11122.17 68.4468.44VGK80.173.2562.3862.39 62.94MGK70.035 82.8 106.5852.852.7MQK6.4222.09 7.73 43.7 43.98VQK5.777 42.8 33.45 39.86 40.2MQK4.48 11.39 9.6325 33.735 33.43MGE93.27 112.155126.035 90.2990.43 V82.9999.65 79.105 82.8383.04MGE72.5288.50 106.2669.71 69.67表6-10 竖向荷载下CD跨梁左端控制截面处的内力层数54321b0.50 0.50 0.50 0.50 0.50 MGK-88.5 -88-67.81-68.44 -68.44 VGK58.3 58.4350.7550.59 46.18 MGK73.973.2755.12 55.8 56.9 MQK-6.84 -25.75 -8.068 -45.7-93.98 VQK5.825.52 38.7 32.34631.926MQK-5.39 -19.37-1.607 -37.6 -36 MGE-91.92 -100.875-71.844 -90.29-90.43 V61.2 71.69 70.1 66.763 62.143 MGE-107.22-118.8-89.37-106.98-106 表6-11 竖向荷载下CD跨梁右端控制截面处的内力层数54321b0.50 0.50 0.50 0.50 0.50 MGK30.06 60 36.1135.8433.58VGK37.564.762.23 62.3462.8MGK20.63543.4820.5520.62517.88MQK3.3215.5722.4323.0220.47 VQK4.51721.8933.5 39.806 40.266MQK2.1910.1 14.055 13.069.65MGE31.9267.78547.32547.35 43.815V39.76 75.013 78.98 82.313 82.933 MGE21.7849.0327.5826.7723.08表6-14 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)AC跨5永久荷载-19.0057.7068.98-11.20-70.04-80.10可变荷载-1.874.544.88-0.62-4.48-5.78风作用左来10.11-2.502.09-2.50-5.94-2.50右来-10.112.50-2.092.505.942.50地震作用左来53.54-13.2811.06-13.2821.43-13.28右来-53.5413.28-11.0613.28-21.4313.28重力荷载代表值-19.9459.9771.42-11.51-72.52-82.99-Mmax（梁端）-27.4882.34-98.94-113.80-33.9077.69-85.32-102.11-38.7877.19-80.12-98.28-93.5289.23-59.17-82.32+Mmax（梁端）-33.1561.20-61.72-76.6049.6742.71100.3865.73+Mmax（跨中）97.91-15.7391.36-16.4190.48-17.55100.08-31.08Vmax（梁端）11-27.4882.34-98.94-113.8012-33.9077.69-95.30-106.3113-38.7877.19-96.75-105.2814-93.52489.228-59.165-116.852表6-15 EF跨梁内力组合表 位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)CD跨5永久荷载-73.9058.3068.85-10.60-20.64-37.50可变荷载-5.395.804.980.64-2.19-4.52风作用左来10.10-2.50-2.09-2.50-5.94-2.50右来-10.102.502.092.505.942.50地震作用左来53.54-13.28-11.06-13.28-21.43-13.28右来-53.5413.2811.0613.2821.4313.28重力荷载代表值-76.6061.2071.34-10.28-21.78-39.76-Mmax（梁端）-105.0584.39-30.00-55.05-104.7180.18-22.84-49.22-108.1079.14-18.59-45.93-161.5290.70-54.00-64.98+Mmax（梁端）-73.9058.30-12.32-34.006.9943.946.08-22.50+Mmax（跨中）97.82-13.6887.83-13.9284.57-15.5971.23-29.60Vmax（梁端）11-105.0584.39-30.00-55.0512-104.7180.18-22.84-49.2213-108.1079.14-18.59-45.9314-161.5290.701.72-30.45表6-17 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)AC跨4永久荷载-37.4154.75122.17-9.25-82.80-73.25可变荷载-1.4038.807.73-1.99-11.39-42.80风作用左来27.65-7.184.66-7.18-18.33-7.18右来-27.657.18-4.667.1818.337.18地震作用左来117.43-30.7019.20-30.7079.03-30.70右来-117.4330.70-19.2030.70-79.0330.70重力荷载代表值-38.1174.15126.04-10.25-88.50-116.05-Mmax（梁端）-51.88111.94-122.94-140.83-70.07126.05-99.91-141.79-84.97113.78-84.86-119.79-198.38128.89-3.46-179.17+Mmax（梁端）1.2944.70-57.14-63.20114.5434.24191.2376.14+Mmax（跨中）172.50-14.44161.34-19.92160.70-23.10176.20-52.20Vmax（梁端）11-51.88111.94-122.94-140.8312-70.07126.05-99.91-141.7913-84.97113.78-84.86-119.7914-198.385128.890-3.461-179.170表6-18 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)CD跨4永久荷载-73.2758.9345.05-5.07-43.98-64.07可变荷载-19.3725.5223.401.84-10.10-21.89风作用左来27.65-7.18-4.66-7.18-18.33-7.18右来-27.657.184.667.1818.337.18地震作用左来117.43-30.70-19.20-30.70-79.03-30.70右来-117.4330.7019.2030.7079.0330.70重力荷载代表值-82.9671.6956.75-4.15-49.03-75.02-Mmax（梁端）-117.90104.57-69.27-107.95-138.27112.48-51.52-101.50-145.62105.78-37.01-88.28-252.21125.94-161.58-50.11+Mmax（梁端）-34.5648.88-18.32-54.0269.7031.7853.71-35.11+Mmax（跨中）83.75-5.0482.91-9.5470.47-14.3343.14-44.89Vmax（梁端）11-117.90104.57-69.27-107.9512-138.27112.48-51.52-101.5013-145.62105.78-37.01-88.2814-252.21125.94-161.58-50.11表6-20 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)AC跨3永久荷载-23.9050.6052.24-5.89-106.58-62.38可变荷载-12.5738.7152.152.63-9.63-33.45风作用左来47.08-10.107.49-10.10-32.11-10.10右来-47.0810.10-7.4910.1032.1110.10地震作用左来167.98-44.2626.35-44.26-115.28-44.26右来-167.9844.26-26.3544.26115.2844.26重力荷载代表值-36.4769.9678.32-4.58-111.40-79.11-Mmax（梁端）-44.58106.25-153.32-116.99-85.82123.40-114.41-113.20-106.90112.80-92.38-93.50-262.13141.48-283.54-152.46+Mmax（梁端）42.0136.46-61.63-48.24181.9012.4238.47-21.57+Mmax（跨中）121.63-5.37141.99-11.87124.27-18.63128.23-63.03Vmax（梁端）11-44.58106.25-153.32-116.9912-85.82123.40-168.35-130.1713-106.90112.80-182.29-121.7814-262.132141.484-283.538-152.464表6-21 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)CD跨3永久荷载-55.1250.7553.08-5.74-20.55-62.23可变荷载-1.6138.7051.882.60-14.06-33.50风作用左来47.08-10.10-7.49-10.10-32.11-10.10右来-47.0810.107.4910.1032.1110.10地震作用左来167.98-44.26-26.35-44.26-115.28-44.26右来-167.9844.2626.3544.26115.2844.26重力荷载代表值-55.9370.1079.02-4.44-27.58-78.98-Mmax（梁端）-75.99106.44-41.52-116.84-107.94123.56-17.36-113.09-133.63112.976.52-93.37-285.48141.66-182.96-37.24+Mmax（梁端）-121.0364.8924.40-48.09162.4512.56122.28-21.44+Mmax（跨中）122.50-5.20130.04-11.73104.05-18.4860.57-62.87Vmax（梁端）11-75.99106.44-41.52-116.8412-107.94123.56-17.36-113.0913-133.63112.976.52-93.3714-285.48141.66116.77-37.24表6-23 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)AC跨2永久荷载-23.2050.5952.90-5.90-52.80-62.39可变荷载-14.7332.3033.87-3.78-33.74-39.86风作用左来67.08-17.7010.34-17.70-46.40-17.70右来-67.0817.70-10.3417.7046.4017.70地震作用左来214.84-56.8033.08-56.80-148.68-56.80右来-214.8456.80-33.0856.80148.6856.80重力荷载代表值-30.5866.7469.80-7.79-69.71-82.83-Mmax（梁端）-45.7599.95-104.34-123.29-104.80120.80-71.62-115.80-136.18117.14-31.47-89.15-315.98153.93-276.94-25.56+Mmax（梁端）70.7125.8112.15-37.61248.72-7.10123.57-8.99+Mmax（跨中）104.61-11.67119.58-27.24111.15-35.56126.76-83.19Vmax（梁端）11-45.7599.95-104.34-123.2912-104.80120.80-149.56-145.5413-136.18117.14-161.37-138.7114-315.982153.928-276.936-173.236表6-24 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)CD跨2永久荷载-55.8050.5952.90-5.90-20.63-62.39可变荷载-37.6032.3533.77-3.75-13.06-39.85风作用左来67.08-17.70-10.34-17.70-46.40-17.70右来-67.0817.7010.3417.7046.4017.70地震作用左来214.84-56.80-33.08-56.80-148.68-56.80右来-214.8456.8033.0856.80148.6856.80重力荷载代表值-74.6066.7669.79-7.78-27.16-82.32-Mmax（梁端）-112.18100.00-40.64-123.28-175.95120.86-4.06-115.78-197.72117.1927.41-89.14-368.81153.96-225.88-24.94+Mmax（梁端）38.1125.8144.34-37.61204.69-7.08166.12-8.47+Mmax（跨中）104.51-11.64102.07-27.2082.10-35.5440.74-83.17Vmax（梁端）11-112.18100.00-40.64-123.2812-175.95120.86-4.06-115.7813-197.72117.1927.41-89.1414-368.81153.96160.69-24.94表6-26 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)AC跨1永久荷载-32.8050.5954.42-6.32-52.70-62.94可变荷载-12.9831.9634.66-4.12-33.43-40.20风作用左来88.36-23.0014.68-23.00-43.19-23.00右来-88.3623.00-14.6823.0043.1923.00地震作用左来243.69-63.4840.54-63.48-162.62-63.48右来-243.6963.48-40.5463.48162.6263.48重力荷载代表值-39.2966.5771.75-8.83-69.67-83.04-Mmax（梁端）-57.0099.62-103.91-124.37-131.75124.77-73.76-112.49-175.78124.23-35.54-82.72-363.95162.41-295.00-17.12+Mmax（梁端）90.9018.397.77-30.74277.51-15.95141.73-0.52+Mmax（跨中）107.43-12.57126.16-32.67119.82-43.82138.80-93.12Vmax（梁端）11-57.0099.62-103.91-124.3712-131.75124.77-146.32-151.1313-175.78124.23-156.47-147.1214-363.945162.408-295.004-182.172表6-27 梁内力组合表位置楼层内力及组合梁左端梁跨中梁右端M(KNm) V(KN)M(KNm) V(KN)M(KNm) V(KN)CD跨1永久荷载-56.9046.1854.03-6.32-17.58-62.80可变荷载-36.0031.9334.66-4.17-9.65-40.27风作用左来88.36-23.00-14.68-23.00-43.19-23.00右来-88.3623.0014.6823.0043.1923.00地震作用左来243.69-63.48-40.54-63.48-162.62-63.48右来-243.6963.4840.5463.48162.6263.48重力荷载代表值-74.9062.1471.36-8.41-22.41-82.93-Mmax（梁端）-112.1093.63-33.19-124.24-192.90119.43-70.89-151.05-227.26118.90-91.02-147.02-406.68157.10-238.29-182.04+Mmax（梁端）66.8013.9842.89-30.60241.90-20.38189.00-0.41+Mmax（跨中）106.91-12.62101.03-32.7478.25-43.8732.93-92.61Vmax（梁端）11-112.1093.63-33.19-124.2412-192.90119.43-70.89-151.0513-227.26118.90-91.02-147.0214-406.68157.10-238.29-182.04-112.10 93.63 -33.19 -124.246.3 柱的内力组合弯矩顺时针为“+”，逆时针为“-” ；剪力使柱顺时针转动为“+”，逆时针为“-”。表6-29 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 5A柱永久荷载38.31194.76-19.9633.55217.26-19.96可变荷载3.7620.87-2.505.2720.87-2.50风作用左来-10.73-2.504.77-6.44-2.504.77右来10.732.50-4.776.442.50-4.77地震作用左来-56.86-13.2825.27-34.12-13.2825.27右来56.8613.28-25.2734.1213.28-25.27重力荷载代表值40.19205.20-21.2136.19227.70-21.21Mmax 60.249265.030-31.45953.048292.030-31.45964.679257.665-33.08054.441284.665-33.080122.146263.498-58.30387.772290.498-58.303Nmax55.403283.379-29.39650.457313.754-29.39660.249265.030-31.45953.048292.030-31.45964.679257.665-33.08054.441284.665-33.080122.146263.498-58.30387.772290.498-58.303Nmin23.288191.260-13.28224.534213.760-13.282-33.728187.93111.641-8.165210.43111.641表6-30 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 4A柱永久荷载29.03424.31-14.6923.87446.59-14.69可变荷载8.61126.60-5.9712.89126.60-5.97风作用左来-23.00-7.1811.11-17.00-7.1811.11右来23.007.18-11.1117.007.18-11.11地震作用左来-90.98-43.9843.95-67.24-43.9843.95右来90.9843.98-43.9567.2443.98-43.95重力荷载代表值33.34487.61-17.6830.32509.89-17.68Mmax 66.210692.437-35.31860.970719.179-35.31875.474643.286-39.03365.076670.028-39.033158.276642.300-78.345123.790669.042-78.345Nmax47.628696.880-25.68244.857726.965-25.68266.210692.437-35.31860.970719.179-35.31875.474643.286-39.03365.076670.028-39.033158.276642.300-78.345123.790669.042-78.345Nmin-3.170414.2530.8640.070436.5380.864-84.939430.43139.460-57.097452.71639.460表6-31 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 3A柱永久荷载21.80649.11-12.3122.40671.61-12.31可变荷载14.42279.64-8.0214.45279.64-8.02风作用左来-32.60-10.1017.25-29.50-10.1017.25右来32.6010.10-17.2529.5010.10-17.25地震作用左来-111.80-88.2464.98-122.12-88.2464.98右来111.8088.24-64.98122.1288.24-64.98重力荷载代表值29.01788.93-16.3229.63811.43-16.32Mmax 73.7321178.906-40.49071.8901205.906-40.49085.9321067.113-46.78282.3411094.113-46.782180.1521061.422-104.058194.3061088.422-104.058Nmax43.5621150.339-24.47844.4011180.714-24.47873.7321178.906-40.49071.8901205.906-40.49085.9321067.113-46.78282.3411094.113-46.782180.1521061.422-104.058194.3061088.422-104.058Nmin-23.840634.96511.840-18.900657.46511.840-116.330674.21368.154-129.131696.71368.154表6-32 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 2A柱永久荷载22.40874.11-12.5022.70896.61-12.50可变荷载14.08426.27-7.9414.51426.27-7.94风作用左来-42.00-17.7023.33-42.00-17.7023.33右来42.0017.70-23.3342.0017.70-23.33地震作用左来-126.92-145.0470.50-126.92-145.0470.50右来126.92145.04-70.50126.92145.04-70.50重力荷载代表值29.441087.25-16.4729.961109.75-16.47Mmax 81.8721660.578-45.71382.8341687.578-45.71399.4781491.457-55.443100.2601518.457-55.443200.3241493.246-111.414200.9421520.246-111.414Nmax44.0381597.793-24.65644.8651628.168-24.65681.8721660.578-45.71382.8341687.578-45.71399.4781491.457-55.443100.2601518.457-55.443200.3241493.246-111.414200.9421520.246-111.414Nmin-36.400849.33020.162-36.100871.83020.162-135.556898.69375.180-135.041921.19375.180表6-33 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 1A柱永久荷载18.301098.565-6.9010.851121.82-6.90可变荷载11.70572.56-4.326.45572.56-4.32风作用左来-52.11-23.0031.02-78.17-23.0031.02右来52.1123.00-31.0278.1723.00-31.02地震作用左来-132.64-204.5278.94-198.90-204.5278.94右来132.64204.52-78.94198.90204.52-78.94重力荷载代表值24.151384.85-9.0614.081408.10-9.06Mmax 82.1122139.182-40.38587.7132167.082-40.385106.3801911.587-55.942128.7791939.487-55.942201.4121927.690-113.494275.4601955.590-113.494Nmax36.1712044.172-13.54920.9692075.559-13.54982.1122139.182-40.38587.7132167.082-40.385106.3801911.587-55.942128.7791939.487-55.942201.4121927.690-113.494275.4601955.590-113.494Nmin-54.6541066.36536.528-98.5881089.61536.528-148.2821118.96993.562-244.4951142.21993.562表6-34 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 5C柱永久荷载-1.94371.352.83-8.22393.852.83可变荷载0.5044.24-0.782.2944.24-0.78风作用左来-13.120.006.63-10.730.006.63右来13.120.00-6.6310.730.00-6.63地震作用左来-69.500.0035.11-56.880.0035.11右来69.500.00-35.1156.880.00-35.11重力荷载代表值-1.690393.4702.440-7.075415.9702.440Mmax 9.393507.556-3.2542.361534.556-3.25416.530488.975-6.6397.408515.975-6.63988.322472.164-42.71565.451499.164-42.715Nmax-2.129544.6783.061-8.846575.0533.0619.393507.556-3.2542.361534.556-3.25416.530488.975-6.6397.408515.975-6.63988.322472.164-42.71565.451499.164-42.715Nmin-20.308371.35012.112-23.237393.85012.112-92.040393.47048.083-81.016415.97048.083表6-35 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 4C柱永久荷载-8.22752.492.85-2.06774.992.85可变荷载-2.29245.040.79-0.55245.040.79风作用左来-29.500.0015.45-26.120.0015.45右来29.500.00-15.4526.120.00-15.45地震作用左来-116.520.00219.85-103.330.00219.85右来116.520.00-219.85103.330.00-219.85重力荷载代表值-9.365875.0103.245-2.335897.5103.245Mmax 11.7101246.044-8.45218.7031273.044-8.45229.1921143.127-17.43633.5591170.127-17.436140.2381050.012-281.911131.5271077.012-281.911Nmax-13.3411256.0014.622-3.3181286.3764.62211.7101246.044-8.45218.7031273.044-8.45229.1921143.127-17.43633.5591170.127-17.436140.2381050.012-281.911131.5271077.012-281.911Nmin-49.520752.49024.480-38.631774.99024.480-160.841875.010289.050-136.664897.510289.050表6-36 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 3C柱永久荷载0.491092.88-0.570.001115.38-0.57可变荷载0.13545.85-0.030.00545.85-0.03风作用左来-43.130.0023.96-43.130.0023.96右来43.130.00-23.9643.130.00-23.96地震作用左来-149.360.0082.98-149.360.0082.98右来149.360.00-82.98149.360.00-82.98重力荷载代表值0.5551365。8-0.5850.0001388.305-0.585Mmax 36.9922075.640-20.85936.2292102.640-20.85961.0931846.385-34.26260.3821873.385-34.262194.834#VALUE!-108.576194.1681665.966-108.576Nmax0.7842010.317-0.8040.0002040.692-0.80436.9922075.640-20.85936.2292102.640-20.85961.0931846.385-34.26260.3821873.385-34.262194.834#VALUE!-108.576194.1681665.966-108.576Nmin-59.8921092.88032.974-60.3821115.38032.974-193.613#VALUE!107.289-194.1681388.305107.289表6-37 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 2C柱永久荷载0.001433.120.000.001455.620.00可变荷载0.00846.880.000.00846.880.00风作用左来58.500.0032.50-58.500.0032.50右来-58.500.00-32.5058.500.00-32.50地震作用左来-176.400.0098.00-176.400.0098.00右来176.400.00-98.00176.400.00-98.00重力荷载代表值0.0001856.5600.0000.0001879.0600.000Mmax -49.1402905.379-27.30049.1402932.379-27.300-81.9002549.688-45.50081.9002576.688-45.500229.3202227.872-127.400229.3202254.872-127.400Nmax0.0002764.6560.0000.0002795.0310.000-49.1402905.379-27.30049.1402932.379-27.300-81.9002549.688-45.50081.9002576.688-45.500229.3202227.872-127.400229.3202254.872-127.400Nmin81.9001433.12045.500-81.9001455.62045.500-229.3201856.560127.400-229.3201879.060127.400表6-38 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 1C柱永久荷载0.001773.490.000.001799.740.00可变荷载0.001147.720.000.001147.720.00风作用左来-71.000.0042.40-81.720.0042.40右来71.000.00-42.4081.720.00-42.40地震作用左来-180.570.0095.54-220.700.0095.54右来180.570.00-95.54220.700.00-95.54重力荷载代表值0.0002381.3490.0000.0002373.5990.000Mmax 59.6403734.993-35.61668.6453766.493-35.61699.4003252.952-59.360114.4083284.452-59.360234.7412857.618-124.202286.9102884.618-124.202Nmax0.0003518.9750.0000.0003554.4130.00059.6403734.993-35.61668.6453766.493-35.61699.4003252.952-59.360114.4083284.452-59.360234.7412857.618-124.202286.9102848.319-124.202Nmin-99.4001773.49059.360-114.4081799.74059.360-234.7412381.349124.202-286.9102373.599124.202表6-39 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 5D柱永久荷载-37.58216.5620.23-39.76239.0620.23可变荷载-4.1520.853.40-8.0820.853.40风作用左来-10.732.504.77-6.442.504.77右来10.73-2.50-4.776.44-2.50-4.77地震作用左来-56.8613.2825.27-34.1213.2825.27右来56.86-13.28-25.2734.12-13.28-25.27重力荷载代表值-39.655226.98521.930-43.799249.48521.930Mmax -41.893286.96225.029-53.610313.96225.029-34.141276.80520.930-46.611303.80520.93026.332255.118-6.535-8.209282.118-6.535Nmax-54.800312.78930.643-61.591343.16430.643-41.893286.96225.029-53.610313.96225.029-34.141276.80520.930-46.611303.80520.93026.332255.118-6.535-8.209282.118-6.535Nmin-52.602220.06026.908-48.776242.56026.908-113.573244.24954.781-88.148266.74954.781表6-40 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 4D柱永久荷载-35.24460.4316.18-23.01482.9316.18可变荷载-11.42108.266.87-13.30108.266.87风作用左来-23.007.1811.11-17.007.1811.11右来23.00-7.18-11.1117.00-7.18-11.11地震作用左来-90.9843.9843.95-67.2443.9843.95右来90.98-43.98-43.9567.24-43.98-43.95重力荷载代表值-40.950514.56019.615-29.660537.06019.615Mmax -38.956698.04919.702-31.952725.04919.702-21.280648.55910.595-16.846675.55910.59569.134560.298-33.59751.820587.298-33.597Nmax-58.766727.67528.576-44.098758.05028.576-38.956698.04919.702-31.952725.04919.702-21.280648.55910.595-16.846675.55910.59569.134560.298-33.59751.820587.298-33.597Nmin-67.440470.48231.734-46.810492.98231.734-159.224571.73476.750-117.072594.23476.750表6-41 柱内力组合表楼层位置 内力及组合上端下端M(KNm) N(KN)V(KNm) M(KNm) N(KN)V(KNm) 3D柱永久荷载-22.13697.0826.00-22.40719.5826.00可变荷载-14.74256.098.07-14.32256.098.07风作用左来-32.6010.1017.25-29.5010.1017.25右来32.60-10.10-17.2529.50-10.10-17.25地震作用左来-111.8088.2464.98-122.1288.2464.98右来111.80-88.24-64.98122.12
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